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HomeMy WebLinkAboutDRB18-0118_approved plans_1523401013.pdf ® IP ‘,S1^, 4 1 6 8 9 10�G1 m FLOOR PLAN GENERAL NOTES: ec "' O © 0 10 U 1 A5.1 1 A5.3 1 A5.4 / 2 1. DOWNSPOUTS - RUN IN SOLID PIPE BELOW GRADE J �� 0 jr 2'-4" jr 3'-61/2" / 4'-51/2" / 15'-01/2" 1/2" A5.2 16'-0" A59 11' -0"/ / 2'-0" / 9'-3' A5.4 14'-3" / TO DAYLIGHT. (DO NOT CONNECT TO PERIMETER DRB DRAIN SYSTEM) PROVIDE HEAT TAPE TYPICAL. APPROVEDi 008 I 1), 1 2. SLOPE SLAB MECHANICAL, WET STORAGE, AND 12.00.00 AM / SOILS TEST BORING#1 _ _ I ` I / / \ -------.7". / � `� 41/2 A' 5 �� A5.5 CONC. MIN. 1/8":12" TO DRAINS ADJUST SLOPES AS / / I / D N / -FREE WATER @ 8299.8' \[ T.O.GRADE @ 7'-9 s/8" \ / \ - - - I REQUIRED / /� x - ON 6/10/15 \ (GAC 4_ -2 - Q / / z I ,\ \ � ` �, 1 / 0 3. MOTORIZED SHADE WITH SHADE POCKETS TO BE / / / /� m I _ _ _ - I ---- \(GB /'„ ` PROVIDE TRENCH DRAIN TO EDGE OF DRIVE G4 PROVIDE AT LIVING ROOM SOUTH WINDOWS, y T I C> \ '� RUN HEAT TAPE TO OUTLET LOCATION / / s,s DOOR, ALL BEDROOM WINDOWS, AND LARGE i• / / ��Q"/ - - I / \ I \ Allt s°�° �l '��' 4 22'.10 j / / 1i2" BATHROOM WINDOWS. / �/ \ / / I �<4, / \� I \ 1 ��� / 1'-2•• G5 4. SEE A10.1-A10.3 FOR RCPs WITH SHADE VALANCE g ERG LU N D _ i 4W- /I 4j1%\ k4k, �� k __ s, DETAIL CALL OUTS. Q 6'_7 114" I T / _ _ / / �O ///i; / / \/ _ _ - - - - + t ° \ lit - �� / 5. PROVIDE PERFORATED DRAIN @ PERIMETER AS ARCHITECTS, LLC. % ___ _ / / �� � 2 SIM, ii• >>/g, ON, DETAIL, SPEC, & SHOWN IN SECTI ET SOILS _ 0 \ REPORT RUN TO DAYLIGHT. SEE CIVIL PLANS. / / / / / - �J = - BUILDING FOOT PR NT OF EXISTING HOUSE / O / fpERS @ 0'-0 1/8" 27 - / / / - - - f - - - '- - - - _ / _ / i=, �\ ®_ 3 T.O.CONC.@9'-55/8" 6. RE: WINDOW SCHEDULE FOR WINDOWS AND / I / // � / / - - - - - - - / / - - / � / �1��';vC� ;�4" ; DOORS W/ SHADE POCKET ABOVE./ I I • � II = III4%4 7. SEE INTERIOR ELEVATION SHEETS FOR 1/2 1 -0 US Mail Only: P. O. Box 2378 / / I I T /� / \ T.O. ONC.(� 10'-1 1/s"@GARAGE DOOR THRESHOLD \� ��Q ?' p Physical/Fedex: 210 Edwards / / I I GC\ � /I, 3/8„ PLANS AND ELEVATIONS OF KITCHEN/ / / �, - - - _ I / A4.5 �.� ,. Village Blvd, Bldg A Suite A103 v / - / r Irrr 1� " ��`�i 44,'-�� BATHROOMS AND BUILT-INS. Edwards,Colorado 81632-2378 / 1 / / I / X �I - I \ / \ 2 I 1,p"- \� �Q(,i GAS METER PAINTED (970)9264301, Fax:9264364/ 1/ \ Z I �� / s \ \ / ��� !H�� 8. RE: LANDSCAPE SHEETS FOR ALL SITE SPOT / ��' ,_ o I / / I�-m I \ '- A6.1r I ���- - -�- _\ /��� � V TO MATCH STONE VENEER hanSberglUndarChlteCtS.COm '���,� / �� ELEVATIONS BEYOND EDGE OF BUILDING AND www . berglundarchitects.com a _ a / I /� iiimmil�_ _/� �� ��� ����I ^ PATIOS. frii"Vitilf4-1.144114.11; \ I //-;/ I t‘1.1' \ % / �� •/ /71111404)1 /' '' 2%Seo / .„,,AmPr ....._, ,..._--mwgr, NV 1 1 _ _ - // , -...%.,.,,,,.,of*,,„. -111111111W1 VVitaltt / 5' 10 1/2" 4' 5 1/2" 15' 0 1/2" 16' 11 1/2'� \ 11' 0:: / 2:-0" t � T' � � 6114 / \GA)II T.O.GRADE @ 7'-10 3/4"�►� y�� A.�� / /� - - -\-,Q.. /_ � � 114i r i IrIIIVI � - -0 o . ^ ��2 LLI it, ti. Bad / / I \ \ / 1 / �` eV FURRED WALL •, , /, A6.2 \i // \I iii O AA'',yy�� rr / / `' FOR HOSE BIB , Ak N /�`- / / 16 51/2" \ CO)/�� ®�` I �� 2 / DS 'PROVIDE T&G WOOD `/��.� r�\ N ',\� pN ►� � �` / / K(/ 3'-10" 9'-9//4" 13'-4 1/4" SIDING INTERIOR 114WM"� / \ Z ..fir: ♦•',. co,`� // 1 B.O.STAIR 10'-3 3/8" T.O.STAIR(� 11' -8 1/2" (GD \ A6.1 / • 13.0.'STEP a 7 1/8" @/ I I / /� DRAINS FROM ABOVE / re. � � 3 FREE WATER @ 8300ORING#9'cVlN 6/10/15��� / LINE OF ENTRY ROOF .� �[ Q �� / s/ _;Foy- �1 /°II�II�Vmul���6 / / / \ I moi; i ,P.O.',' 1 \ 1.IJ < ABOVE A8.3 _ 1 , / / T.O.CONC.@9'-s5/8' DS B.O.STEP .. •'-3 7/8" T.O.CONC. 10'-1 1/8" P_'METE'/ / / / \ I I__ _ _�_ �� 5 / B.O.STAIR @ 1►' 1 1/8., I�` @ @ I 3„/ FMSIESNIEW \,/ CUSTOM STEEL GATE / / 5'-10 1/2" 4'-5 1/2" \ 15'-0 1/2" T.o RADE 10'-s" - w ;� ` �` ` /, 30 / / / / (O O.GRADE 10 8"_ T� jr / _ ii r = / / A6.1 Iil�_ �Ip�l ��►-- -IP r �■�i� cMo 3 r' B.O.STEP . 10'-9 7/s� .,_,��_oma �Q _• AD @11"3/8" :,� - // p„ RE\E RECYCLE/ O l rp `6.1 eo -1 COSLOPE 10% FOR 10' �� 1. ITCH A l 1�115_�t - �� `J� �! �/ Q / \ I / T.O.GRADE @ 10,_5,. �� I J l 11.I LI r IL r A6.5j1�P� 1 - , 2 , :: I.1 o7BD.ERL,:, M� 21 ^ �� / / 6 � ✓/ / / / R.O. R.O. i R.O ��� _ ��I R.O. A6.3 6 pl' �, ° 1� 4 w r �GRIPPABLE HANDRAIL @ A6.8 N ct 0 / 5'-10 1/2" 1'-1 1/8'(2'-8 3/4" 7 5/s" 4'-10 3/s" r 5'-0 3/4"05'-0 3/8" l :/8"-2'-0 3/4" 2 5/s" -6'-2" I 3/4" 2'-6 7/s" � 3'-0 s/8" 1 1/4" 5'-9 3/4"�� 4'-4 1/s" � I, A6.3 5 REC /CL: �11 • ' 3'-1"ABOVE STAIR _ /qj 1r ' r-iQ��- I "\ � NOSING. / \ M/ ST AM SHOWER 1 C A8. ' ��.R.O. m _ • ��1 V�� 1� HB l , / \� A6.3�\\V %� / LLI w' - - - - 7 - d��_ i - ■EWIWIAT M N �I -„� 5u� ��1:�= + =__=====1i I M I l� `/ \pO \a��.�� %4/ /_ /�� /'/ /- - 3 ' - -\ /B / g T.O.GRADE @ 7:: M� II I _ =I I M 11� _ I I / 1 j it u► / coo. /p'%/p„ A5.5 , BLIU 0 ®� \� ��Mk 11 ■� •1111A6.3 ' ,�I■II " M o z'_41/8 20I !1S'- ��. % /� A4.5 \ ICe\ 1L l�. i, �.�� 1 _� I ■1 U0 1 u. 11 Imo. \, 4 3/ , �a 1, _ �%► e. v, ///!� ./�\ a��� ��1 I ���J/11 a �L 1 = BUILT INr I ' R ! �� w /I / \1' .a7II =. �� 1 T= n 11' 10 1/4" ���'� T ih ISI �I ■ U 1 11��a�;• 11 O. / f I ^\ - / - -� O LOCKERS 6 i - -P T.O.G PCRETE 11' -3 1/s" 2'. � III "� OC N I/ �,��, L5kE5SE- 2,!3 - Q ��� ��� �® ������ �`�111■ll $ mapl I� . L � 3/4„ \ / /Q o / I 1 'vI II _ - _ �I■I - - - '������, � A5.8 -' 1 CO _�==;,r_Ill�r =.��Ir,_ _�,r_,BO - - A8. _ 1 Z cn 1 ��_ - - � c �; ^_/ - z - - Di G.Ir� ��II �r �S 1� 1 tl�i V hT•sl�� ...- ,, T v' - T m II . ., _ _\ o � 7 z\ ` '1 gel■ MASTEIC�OC �� L_ _ Ipr.�.-.� t c I - ISEE A9.6 FOR 1/2" I` °o ��� Uf- I �,I - :rel® - _ I d� I 6' 2" �U j STAIR m U °° PLANANDINT. NIX I- ' r:;6eii'o• 102 _ 0 _,1 � �� � I �I'� - �I.. 2" 3' 3 1/^ / I w =id _ rn ELEVATIONS T.O.PL OOD 11' -1 5/8aoI � � ::' �aleiifei® �_ �I 1 �� T.O.GRADE 10 -0 1 A4.4 0NN � 4130\ IEXISTING WALL TO BE co 1: l i •� R.O......,lai® v 01 �MI �\A"�-I"'� ,��A6.5,�- I�.! 116 ;- / // @ I oI _If 7 5/16 i� �J I R.O. I 1- WRE OVED ib 1041'-2 11/16" ;ie€Ii€1.......:..2'-2" :al® a, -I NI^^ Ile....',:::: Isig�I1 �- . I\� �1 I�,L�1� ��� 1�II 7 1/2" 3'-0" 7 1/2" 6' 1" ■, 1� / / Z O II III I iie";.. el® 11' -6" I �:: _ SEE SHEET A7.4 FOR 1/2" .: I // 4 �I�. _ a,BI 1 '•'rJ LOWER LEVEL PATIO 2 MI �', __._ e'� �«..�.�.��:.� `+ ►_II�\�� 1U1 \\�I� III • PLANS I� BELOW / A4.5 I� W= a R.O. �� ,�� L10' 11 3/4" _ �� . ,. I � . III w 1 � �� ;' 42"HIGH WALL // IO ��1 �- �_ II - .. 1. 2'-11 3/8" I: M H"vSLOPE 10% FOR 10' �', w 9 1/4"- ! �I ili�_ I' STEEL GAURD RAIL O 0I ' / mil.._5'-10" 4'-0" v 14'-0 1/4" a 5'-10" 1'-7 3/4" DfI-- ..._- 11�1_'1� rVt 2'-6 3/8" 11 I� U I I:•��. - ® ® -- ;1 > `/ // I z G D)A4.3 1= o r mi rriii 11 • I 1 2X8 WALL SHOW M ��1MW--- ; .' i' I s'/ / S - 7Cil I 1 N ' / �' - SEE A9.3 FOR 1/2" :ai UM � M SLI- 2X10 WALL SHOWN ~ DNIpUP �6 rI�Ii� O �.1 '' • I 6" �O/'�c 1p° IjN L LLI O IPLAN AND INT. ' 10 �. .� .����1_� L J III l� ='I 1O c> ;� 4SFOm' / ;'1 ELEVATION - �Y O M6' 9 3/4" N 'I 17'-3 7/8" Oi10'-4 7/8 ��I - E I" ® A5.5 p_ I I \ IC l . EO �% ® NIIS :d , IX/ b 11 1o v IN-FLOOR WELL p o �},\ p M TIOPMASONRYARCHED1\ p I ;! IL �, \/oLIGHT.SEE RCP'S. co �ir311>• 00 / ° FIREPLACEA5.6 / �_i®I T.O.GRADE @ 4:_0:: c..; •WOOD " iVB.O.STAIR 8'-10"co 8 -93/4 TV ABOVE F EPLACE\ I �', I iv - M LINE OF BRIDLEWAY ABOVE in 1B 4I-1 1/4" .: m, 5' 9 1/2" 1 ! I !II - ,- p I @I ;'j ei®i®ieii®i®i®i®i®ie _ eo-�.�. ■ ■"J�:..�2'-4" "ai®i®i-■ii®i®i®i®i®i17'-6 1/2" k. � Uiv '11 oL `___ - ���„�_ PROVIDECHE IN STONE VENEER /0 ,,ca \ / ' .� I C05/i\ I i\ is �!, iv M = 1 i�� CO 1�' 6" 7'-6 1/4" MIIFORTVBACKETW/POWERANDin M _ �I� DS CONNECTION / �/ e. o I _ -- o I o a9 1/4"-2'-0" 14'-4 5/8" °' I■� I I� Iw\ \ - \ /' - �� v'' ���. / ♦, R.O I. - ,��� N N FR1D TR 4 "� � I��� N/ ' IIIIII� _ - iwe_0011/1114.-wr I4'-41L2" 3'-0" 2'-3�2" CABINET iv _e-. �Mti■_� �aO O :�\ 111� 1/' 8 3/4" R� m iv ■ .4 - ��--- / � 1[C 1iA �Eil." _� / io iOU MAKEOUP 51 14 -0 /2" _� ■ ■ \ iJ +- 1 O.STAIR@10'-7' • mAIR A/C. A6. Till .O.FINISH 11' -11 1/4 n 6 7/8" 3'-1 1/4" 1'-0 3/8" 10 -10 1/4" ��` 9'-0 1/4 __ ��III. O�, .10 I IIa, inI /"' I I -- - $ - X X X MI 5' 0 3/4" II1 LEVEL FIREPLACE r'u�li _ 'r' \ / M by REVISION MASTE 2X10 WALL SHOWN FOR IN WALL T.O.GYPCRETE 11' -10 1/2" 1186MASTER BEDROOM � _� II� I _ 2'-1 5/8" RETURN AIR DUCTS- - DgUBLF OvF� I/ _I I�iil_ / \ / ----AIIII e■_ __ h- T.O.GRADE @ 10'-6' - 11 AC UNITI �� �• - ■ S RE:MECH PLAN/2 SLOPED WALL IW/MICRABOWAVE �� "J \\ / / ,� Revision L T u o t1;t: o j� _AND BEDROOM# ���I,����f T.O.PLYWOOD 11' -8 1/4" SEES A7.1 FOR 1/2" i,�_•� N PLAN CTIONS,AND M bo No. Revision DateDescription NEW SPIRAL STAIR LOCATION TO BE MOVEDI L INIZI 1/2" D'•� 105 ��@ \ I K TCHEN LEVATIONS OF �I ''1L' c° c) �_Oii T.O.GRADE @ 7'-0" �,1ch �� U r` � <4'NORTH;SHOWN IN NEW LOCATION NIP0 IFIREPLACE dit !WNW /I \ 06 ^ °' SEE SHEET A7.3 FOR 1/2" PLANS, 3 _7 1/g' 108 �`i:� �� LINE OF EXISTING SPIRAL STAIR LOCATION 1 APRIL 26, 2016 ASI #1\ SECTIONS,AND ELEVATIONS OF �I 4'-0" 4'-4 3/8" 1�1 ��� 1 ,O_ /\ IT.O.GRADE @ 7'-s" _ I / FIREPLACE 4'-11" I III 11, I�� �������'' =���' LIN OF NEW STEEL BRIDGE CONNECTION TO 2 JULY 13, 2016 ASI #2 ____ - - i I'■�■i■° 1�7 oSTAIR ABOVERE: STRUCT. 52016 UST 12, ASI #5 �I - - - - �I I�I� ■ INC ROO I �_�I,.. \ 1 -I I HE H •OM m.m.1 ms / 1II- ILIVING RO M .I��;\ �� ■ ■ iN ,o!4I � ro IF �,1 11��1� / NEWCOLUMNTOSUPPORTDECK ABOVE \ 611 FEBRUARY3, ASI#6�' I■��■�11�I1� I 107 vis �ii1�l �� 1t2017 b � �� / RE:STRUCT/�91i�j�'�!, 106al) i7�l • o • A ,: MI G C? �I\ •, rDRAWERSo A8' r- A5.7 10 SEPT. 19 2017 ASI#10 ,, �'`■■ ill■ ■IER / :■\ � \e� 1 � M `+% . ( _' 3'-10 1/4" 4I�j�1!�!' � IIIIII �i�'��I�=; �0W\ - BELOW � �� � m=� -1' -6 3/4" Nil_ "�� '� I `� V� / 1,0A 12 FEB. 7.2018 Revision 12 c° I """"' MASONLITE FIREBOX STONE PAVER PATH SPIRAL STAIR REVISION \ \ \ �0//� \ T.O.FINISHED FLOOR . 11' 11 /4" \�� 3'-6" 4'-0" 17� ��\ Gl M` I`I�, . �1 ' FIREPLACE WITH 46"X 46" / TRASH24 _7:: / ■ Q � APE PN / ADDEDTRENCH DRAIN\ \ \ s ��ii■. _r� l� �' �I1 \ OPENING. / III III �IINH !.J ao ally I'I1NEW DOWNSPOUT FROM / \eq iv 1 :..�_ ' _ w I�..l'M - ..■_.JAL-11 / N III ;' DECK ABOVE EXISTING WALL TO BE N C tip QM__ 'NMI" • _ Q-- o_ !ming• _ I� cc \ ■- \ /( ' BOILER FLUES TO BE VENTED _' SEE A9.2 FOR 1 1_ �,'_ _ SLOPED WALL ON / MECH PLANS CHIMNEYHRU CAP IN 2X8 WALL.RE: \ r ELEVATIONN� • 1 @ -11 1/4" Q PLAN AND , EXTERIO 1 \ r / �- - Coao T.O.STONE PATIO 11' / _ REMOVED \ \ 1 � 11 I 2 \ T.O.PATIO 1 '-73/4" _ � / n I --8,/_2' / A T.O.GRADE @10'_8" 1% $ _2 V \ • 1� A6.5 _ •iM II II _ bo r v 12" . 1/2"SLOPED WALL CUT STONE SILL o ,r_ - �y, A \ 6 IP 3'-9 1/2“ �� / \ 1%, / s�� II T.O.STONE PATI 11'-10 1/4" N2 SIM I c"' ■IU�, \ T.O.FINISH @ 11' -11 1/4" �108A� \ IIII @ �- \ A8. - - rp•-,...:kiiiiiiii. A6.3 - -' --_- � rhlil- � �� N � � 10 BREAKFAS / - � �\ A8. I1 \ moi, IoIII - _ _ - _ �:I_�_ ---- ---■i NOOK 1 > / / A'I�®� A I ��� ��® R I IJ irii3ii���i��i�_i�iilii�li� - � 1 �:A8. / / . ��1� �� ��4� A 0 0 \ I . \ \ \ 2=4" 8'-0' /4"R.O -3:: =3:5 ���I� � � � � _ � �� � e !� �o � T.O.FINISH 11' -11 110I � - 1'-11" � �� 1voilook � �� � ��. 1 'full®���� 3 I o 2 1/4" \II2"R.O. 5'-23/4\ 3' 5 1/8.. \Mho, A6.5 ��� I Ciii -- - 117---- �� �\ ��� T.O.PATIO @ 11'-7 1/4" �� cq 3 2 �� Q / / ��� 41 I �� ��\ 4 77/ " A6. 1 _ O I: l!I Q 1% _- - - =. 1 Alk CENTOR SCREEN TRACK \ �T, - `�•�� �� i. .7�r��1 ���� �. / 1�� -01/2" - / Mr/MA ►.�ri1 111 _N' If � � � �I1���I■. ■ '1 I -"/ � '. �. � � �I•a :Liki...1�!�':�� .. © \ \ -- _ - _ � - v - ,, � �:�--- =a=___�-- •-- ■_e �l■. o�a.p =�_ f el ha==_I ►fir rn � �� �■���.7� � �� 25'X 2' FLOOR REGISTER �!�`- ��\ \ �_ - _ M �i I / - � ��i���in:. �I1 1/2" n Q � o � li � ��� `i'��- \ \ -T.O.PATIO @ 1=6 vz"; __ 5 1/2" 2 1/2" 4, .4, ltr. 1 i Om / RE:MECH PLANS 25' 10" R.O. 1441ffink 2 1/2"= Q 7'-1 7/8"R.O. 03/' 2'-0 3 - - \ VLINE OF DECK ABOVE _ ipi 3 2R.O. R.O. • 6 IIIII1I1III�IIIGi� �� �� � ��� ��' IIIIIII 41 di V � Irskiisj A6.3 T.O.. • e-• 10 @ 11'-10 1/4" \ I .. II / � ���� ft\ A4.3 3 �'IIMEMPAlf 27' 0"= �� HOSE BIB(HB25' 6" AryAit.wI / /�i. 11l A111 / /moi 1 %�\ \ PROVIDE HEAT TAPE TO DAYLIGHT W �� � � � � � �� IL � A6.5 -icy. � � - , �� •, ����� � 8'-51/2" 4 �411k Wif#4111AM11/"6' 44 - 41 _ LINE OF EXISTING PATIO itt.....ifor ® �W44 le , - � u, e, 40 I I SEESHEETA7. FOR1/2" I� p' / Ii, Iii I - 12.L �' TOBEREMOVED. .." 1 .. , r / PLANS,SECTINS,ANDilpELEVATIONSOF 11�I \ 4/ • �'16. II ► ti_ FIREPLACE( �peri,h_o G \ \ III• T.O.STAIR . 11'-5 7/8; 1,7_,01 Allaii211 I%NaLliiiiki°1 - -.4prill i '' j w\ \ 1 /� / _ T.O.PATIO . 11'-5 7/8" ,IIPA" ., _13( / T.0 STAIR 11'-9 3/4" 1 ii 4_ \ \ 3, 0„� ®�B.O.STAIR @ 11'-5 3/4 \ ■�■��� 4_ seiL4Aft_lit--vvOr 44 - SII III 109 -4711 0,1, / 15 RISERS @ 7:, �� � ✓ � ��' Ni* I I�4r A Q \ 14 TREADS VARIES _ ® IIIIINiir �� � 4111'''''''f2-'5111/8' / MASONLITE 42" *II @ frill \ T `���I / OUTDOOR MASONRY' �� _ _ alflIll 4'-9 3/4'x' ��� 11-Nb•W%P.__ =-� FIREPLACE \ G4-P- mili9 13/16"_ =k ' \ • \ e \ \ \ Ilia / M.- 1 �TiUUATIO@1181/ Jj I \ \ / opA6.1 WITH TOP APPROX. 15" / / \ 1'-9 1/4" 1'-9 1/4" OFFItIk, � / W g'-: 1/2.. / / L \ / \ \ 1' �" \ ABOVE STONE PATIO \E12P _ \ CONSTRUCTION �� \ I 7'-61/2" / \ es, l \/ \ / DOCUMENTS ��\���!� Issue Date �� � � \ LIN •F DECK AB VE � \ �� _ s' 6 v2" \ / 06/07/2017 �►�,►� \ - _ \ / \ / A E10� Drawn by CWF e N , °I"rik%- • / \ \ \ \ / Checked by HB \ 1 1 .......r- \ . \ \ \ / \ / scale 1/4" = 1'-0.. 1 1 1 EXISTING PATIO STAIR TO 1 �/0 1 1 1 \ \ / \ BE REMOVED- �b�� \ / / \ E08 \ \ ��)'y % A4.2 \ \ \ / / \ / P �Na MAIN ` .00.( \ �\��of ��O �o \ \ / / \ E06 LEVEL �� ` o ® / \ FLOOR 2'-4" 3'-6 1/2" 4'-5 1/2" �Q' 15'-0 1/2" 11 1/2" 16'-0" O 11' -0" 'A 2'-0" 9'-3" \/ 14'-3" / / / / 0 9ek / / / \\ / / \ PLAN �m C� \\ / E04� U1 2 4 6 �2 8 ® 10 70 / 1 MAIN LEVEL FLOOR PLAN U 0 mU1/4 = 10 2 r \ ^p' �iQ \ N rl / / N O \ I • iiA3 . 2 %\\ / 2' 4' 8' 16' NORTH • N M S C 1 1 1 1 :n •Ll_',5A5.5 FLOOR PLAN GENERAL NOTES: o, ili�� / 2 1 A5.1 / A5.2 --- A5.9 A5.4 DRB / \ 1. DOWNSPOUTS - RUN IN SOLID PIPE BELOW GRADE APPROVED 4/10/2018 I TO DAYLIGHT. (DO NOT CONNECT TO PERIMETER 12:00:00 AM / A5.3 410 DRAIN SYSTEM) PROVIDE HEAT TAP ETYPICAL. O © © 4 / Col 6O8 9 10 11 2. SLOPE SLAB @MECHANICAL, WET STORAGE, AND / CONC. MIN. 1/8":12" TO DRAINS ADJUST SLOPES AS 2'-4" 3'-6 1/2" 4'-5 1/2" 15'-0 1/2" 11 1/2" 16' -0" 11' -0" 2'-0" 9'-3" 3" REQUIRED / / / / / X / / / / / 3. MOTORIZED SHADE WITH SHADE POCKETS TO BE / ® PROVIDE AT LIVING ROOM SOUTH WINDOWS, DOOR, ALL BEDROOM WINDOWS, AND LARGE / �8°i° SEE A9.4 FOR A, 5 BATHROOM WINDOWS. B E RG LU N D -..1' r \ ' PLANANDINT. 4. SEE Al .1-A1 FOR R P WITHSHADE VALANCE/ GA , ELEVATIONSDS 0 0 3 RCPs C ARCHITECTS, LLC. / / / \ DETAIL CALL OUTS. I �� SEE A9.5 FOR 1/2" ( y s�/2„ I PLANANDINT. 5. PROVIDE PERFORATED DRAIN @ PERIMETER AS / GB 4/1/ �.- 4• s, R•o, ELEVATIONS SHOWN IN SECTION, DETAIL SPEC, & SOILS �-/ / /% 03iq„ 2g, GZREPORT RUN TO DAYLIGHT. SEE CIVIL PLANS. ' v/ - /,% ��� 9" 6. RE: WINDOW SCHEDULE FOR WINDOWS AND�C/ �� �/ / ♦ ♦ 4 US Mall Onlv: P.O. Box 2378 o�, / ��,i �, 8" G3, DOORS W/ SHADE POCKETABOVE. Physical/Fedex: 210 Edwards �� • 4 Village Blvd, Bldg A Suite A103 7 / 4) 632-2378 R.o 7. SEE INTERIOR ELEVATION SHEETS FOR 1/2" = 1'-0"O� / 312„� . /' , \��\ S,°3,4 S' s//2„ PLANS AND ELEVATIONS OF KITCHEN, (970)9264301raFado 819264364 / if ..------, a � ' 42) BATHROOMS AND BUILT-INS. hans(c�beralundarchitects.com QiGj o � ,2„ www . berglundarchitects.com / % . -vitt/8 ir R ,a �O s 8. RE: LANDSCAPE SHEETS FOR ALL SITE SPOT / I � • " `� O_ 8„ S' ELEVATIONS BEYOND EDGE OF BUILDING AND / ,-----. , 42�� ♦ PATIOS. /SW/ OFFI E oFZI %%w / A4.5 GC cr.:, ry `�_ �, 40 114 kim wic. Q "� o I 4111 1% �1/„y leg WIN N,p..01 • iy ' ETfrfr \ A4.1 -_. / 208 UMI / ` � s /I��J est, /o of o f/ \ ^ l , /� GA V / (a) / s/ 1/2„ ♦ LI ji / ° .. -jil-4" 4'111 �( < 5'-101/2" 4'-51/2" / 15'-01/2" 16'-111/2" 11' -0" ' ' 2'-0" 2 /2 „ �N \ 4.1411.17".2 IA tt a S U / 6 f �� c0 t4/ I cc) 2 l/ LINE OFI CEILING S',8> �� d A5.5Ce / D i o % �� CHANGE ABov�EDROOM #4 ,8 � / CO 0 207 r---........................ .s �/ A8. � 31iq" S„ �. o lU.1 1.1J �' 1 1/8"2' 8 3/4" 7 5/ R.O. Ortvi � eo GC) R.O. 8" 7'-103/8" 6'-75/8" 51/2"/ 1 •' cris 3'-4"X 8'-0"POCKET DOOR / /II: ryIX/ 01 ■.II 11.�� FURRED WALL 3 3/4 rCe 8 o j1il, /5 64 », 1N. / 6 7 mo o .. A8. M III s', \ �, 10Cn / / A8. 6.1 R.O. R.O. R.O. R.O. R.O. DS O PPM °" \� / \ o`� , 2 3/4"_ 2 3/4" 1 5/8" 0 4'-4 1/8' A 3' 53/8'2'-03/4' 6'-13/4' 2'-03/4'2' 103/8" 2'-81/2" 5'-93/4" �� �_1111111 / �� A i \ CO . %1\' , Ili SHELF il,'��_ ` it „.1 M N �� \ _ Lon 1 71/2" _:�����===a ' ==-,: I -- \_ / 3IX B / �I.I1 • • M .■ ISI O I- te � I ♦ O �� M . r0 X \\\\\\\0\10 wl�1 `oj= 8'-4" �° ! 1i �/ �� , A4.5 Bo ari�- ...■E1.�r �Y �I 1■1111 _ 92 -p 1 I 16'-8 7/8' I 2 p 1�1 �\ �� �I `W/N 1,/ oLll / l-� 1 �E ���Y�■ v 19' 15/8„ • o R.•. ; NV Ill. •• 1 rV� O O iv 1/4" 2' 10"� 3/4" °S/ i% \ O v -� �.�0` MII �11�� I■� `� ,_717'-0 . g„ �\\` /�, `� • A5.5 O 1 °° ! jll•, _ �1 11 I II i MII,� io �I IiIlI! E ..��I o A5.82 iw.1 �� �. d. {.■ { { ���., ■ .'_7 ISI I� ' '_____I -. 0o\ ovairt iial■ SEE A9.4 FOR 1/2" r I� �\ ®.� I w. v 10,1J7 _ /� �I� i NMI" �� PLANAND INT. .I �ILo �'1 STAIR& -� a o w /, LRoI:j ' 91/4" M 23'-3 3/4" I 1\ 1`' ■ 5 T' .i.■.....�. �O5v2° w �� �� �° ��'i11 Ds 1IX / II ►1 FICw A8IA 0 213 o C3lt••;,�Tl�� A44GO M;;; v a TUBE STEEL BEAM ®IIrffal • �" "� 219 1' 33/4"I'i1■■■illy 0-: RE:STRUCT. iv ■2'_2" 6 1/4" rn v=j 216 rI vM I SEESHEETA7.4FOR1/2" O o ' �� li - v ��FLOOR WASH"111gik 1.1■�1►.■.. 1111 M N I' PLANS I DRAIN �� AC> _ . `� HIGH WINDOW SILL @ T-6"AFF / +mac• =11'� �,� 218B co 4' 6" ct F. D; ' I 10 3/4" WO•• �. -(GD) " 5'-71/2"�a� 4 -0 Iii OP EN TO BELOWI �� I / � �i_ R.O. 2X10 WALL it DRYING RAC 1 I RYE- 4 3 / III ih EM•• 4'-2 3/4" 3'-V 2'-0 1/4" II 4'-2" ABOV � - SEE A9.4 FOR 1/2" A4.3 1 / fi �1 �� j ;'ICRY M.i _� �_ ; P L' AND INT. A4.5 M \,co -_, I a - ( ( 6A) / zo • _ 2' 11 7/16" I '1-� 4N/\ N .� •i.: : ,�.�.� �- XQ flLLJFOLDING ,� 6' 2 o o UO T.O.FINISH 23'-11 1/ o SURFACE W/o LJ�■ ® A5.5 SEE A7.1 FOR 1/2" 0 ow_' 7" 4'-10" 1'-81 7'-5" / Q_ U -,- u U $ N ` BASKETS BELOW II III \ M PLANOF CHIMNEY °0 I Iii221811 ■-� R.O. I ^ co °° BRIDGE 6' 4" - r �o / SPACINGAC> } iii T.O.GYPCRETE 23' 10 1/2" -�_ I 1 bmo / -I ISEEA9.4FOR1/2" EI p 214 _ I 10 3/4"J 3'-3 1/4" � '�; I `� `� I N 'IA5.6 REVISION PLANANDINT. TILE CARPE 0 v O.PLYWOOD 23'-9" +•�� ' �- SEE A9.5 FOR 1/2" I Revision - / I ELEVATIONS M ; U o U 'U U Oo.0 LINEN I�! - ,• N `"� ELEVATIONS / I� � �215A), '. •■ - v..��.--- _ - -- ch r1 CABINET III; 3'-4" / P O 4 1-. Q:. DS llij.�-' coM10-1.7i o co VI il 1, 9„ N v No. Revision Date Description 6 - ---,--- ----.41"kj h=11111 ....-- w. 1 APRIL 26, 2016 ASI #1 G li O � �� - -- 2X10 WALL j• - 9 ,/ R.O. A7.8W :■e _ 1 �i 5 AUGUST 12, ASI #5 ;I 2'-11 5/8" 4'-1 5/8" 3' 0" 2'-0 1/4" R.O. BUNKBEDS- 1!!e I ®�® ® I 12'-6 1/2" II SHOWER II' °' °' 2016 Ii 27'-8 3/4" 5 1/4" 2'-10" 5 1/4" 4'-7" ��' 6' M I �, II•• BENCH 1.1i 12 FEB. 7. 2018 Revision 12 01 co - - - - cr 17 ���____ ,0 SPIRALSTAIR REVISION N MI 111111112 I ' ;;;; ®1 ;203 iIii lV� -ADDED TRENCH DRAIN / :`��1/ 1 I , / 12" : 1/2" SLOPEDWALL 1 •alelemele7eia iii ,-, .: / • �i iE I I ilii Z 5 1/2" RE= 6'-0 3/4" 1 4'-8 7/8" .'.. 13 Al 161 -� 6 \ M WRAP IN RECLAIMED .,, :::'_`_":.,,..gelit.:„ .., O iv 1161e:■r.• Im'' , -13111 1 ■ WOOD@DASHEDLINE 1 ®eie®� 204 d 4'-6" Ij I ��6.8'I� eauN 441111111117 N /�' 3 1 II -- I� Imd_.� liieMi-e■ - I R / wok lif� SEE 4 /A7.16 FORENLARGEDSPIRALSTAIRINFORMATION \- A6.8 1 1'-11 7/8" _ --- - T.O.STONE 23' 7 1/2" -------1/:"/ 1 OP EN TO BELOW `� N w 6. m W/ 1■■■■L'W @ 12 I -1 1! • SHELVES I 1 - /�\ lir--lill '4 %IFFA - 1■■■■■■1 / l 1■ ' I. 3' 6 5/8"8A9. 9'-0 7/8" 5' 2" re / �_ �" A6.8 �� ►_..... �I - 0 202 � 1 �� O.FINNEMEN� l � oo � A5.7 �" \ • LINEOFD CT FOR 202A �� -������� Ip �+ 10 hi RO N I' I Q 4' 41/2 �� NEW DOWNSPOUT B(i -� \% •'! BEDROOM #3 6'-2" �`'� /j / m , ill 6 A8. , RANGE Ho1�D MAKE- -,. .go ����- y�IL, �� TO GRADE BELOW /{ / \ O^,VG '-j`'/ �� - A8. UP AIR IN CHASE 201 00 ' ;1-� ., .®! r,l� / I� i� s, I - a ="ivi�\ 1'�Ifl1■ rO •m r, r� sr NOCADTONNS\Te �� �_ cn DRAINSINTOPOUT /- iii1 I �.. ����3- ���.. ' ® ,...• ONE 23'-8 3/8" - � \� Q- o o - 6 5 1/2 ,- , INTEGRAL '\t� - _ L � r TRENCHDRA ,., / 7{n _ L� �� 7 1Pli12" : 1/2" SLOPEDWALL26' 61/2" /,- /� -� A6.8 �, REROUTEDOWNSPOUTDOWN /r-l 11 .. MR.O. N FACEOF LOPEDCHIMNEY} •rtibLim...._41,17=__0,c1:11/ ��`` WALLNTERMINATEINTO' �1® �1 I� - BOILERFLUESFROM - ,F7.1„iminii:A23, I /11' -9" 3' 0" 41/2" 9' 772" '� NEW 4 TRENCH DRAIN CUT 00 M III BELOW IN 2X8 WALL. / 6' 103/4"R.O. 112"R.O. RE:MECH. P LANS I. o com v� �b ��1 � S� ' ` INTOSTONEDECKING50^�. 1111W.Firt...---__-iiiiiit.-.....-___-( ��1�- 1m _ _ �� 10- SIM `r ' r , cD ' OLD DOW NSPOUTLOCATION 0 I w -==r w� 1r1� qp i== - �j� - TO BE RELOCATED TO- 0 A6.8 iii I _ 4 �- O Ili ' - 5 1/2• 1'-11 1/4" r 1 111 �� - 1/8"/ 12"� IMNEY W o / 1 b dil T.O.STONE 23'-7 1/2 1 - CH ALL _ _ • @ T.O.STONE@23'-71/"t= .'; , '1: 4�� .�����j N , .., t tilL& W - 110 1 11 -� ���- ..e., 0 ), di R.O. n �^ A6.8 R.o. ` / / \ CI T.O.STONE@23'-71/2" liti 6'-03/4' mom 9 21/8"� • 7'-03/4" 15'-6" R.O. / \ 'II �``.4 + OLD Do NSPOOU LT OCATION TO BE RELOC�A,TE I4 / / V / 8 1/8" 25'-9 3/4" 6 1/8" _ - _ 1� 1 , , =, = 1 s \ A4.3 3 -, ��� 1 NEW DOWNSPOUTLOCATION; DRAINS V _ ,111 INTO TRENCH DRAIN THEN INTO \[ / \ t ri �`� " yblibEXI TING PERIMETER DECK GUTTE- \__ •••STONE @ 23'-7.1/8". J / 2'-4" 8' 0" 16' 0" 2T 0" LINE OF ROOF ABOVE `��\� 25 j _ 1�,�`_` -\�,,`� �� y ,i __."- _/._�,� 14.5 • \ 1WV SEE SHEET'A7.2 FOR 1/2" ��\\�\\�\\�\\�\� A PLANS,SECTIONS,AND I� 16" ICC CHIMNEY FLUE '0'Np 441 ELEVATIONS OF di ,' ; a ,� FROM FIREP LACE \ r41 ! FIREPLACA4.2 M N \ �► BELOW 1 1 o L 1 - 4N•:i:iijjjI 0 zn 0-41 0,_E:2_pi 4 h , \ / .., A5.7 sSTL.BEAMS RE: 010 Irims,„. ils- 7"111"11 1 I N. : \ W ® �� � J� MASON LITE 42" Q� /4 lei 1���a�� ������\�_� CONSTRUCTION -- 12,..I OUTDOOR MASONRY \ -- INAj' . \ - a _ `-` FIREPLACE DOCUMENTS � ° � o 1--lail _ Issue Date 06/07/2017 R5 ' Drawn b ilkilk‘,-. 100,114411inkr.li....malk ��� ��\:-� / o y CW F \ I T.O.STONE 23'7),VA---crelir �� / Checked by HB T.O.STONE @'23'-7 1/2" I v/ Scale 1/4" = 1'-0" AbiMiii a& VII I, alMil - 0 1 o I 100 YE \ \ \ / / AR FOOD p� - 20'18 13/16" // / At -_ -� �� / / � UPPER /1 / / / / / O UPPER;OEVEL FLOOR PLAN - - - - \ - - _ / / P LAN 1 / 1/ / / / 1( 1)1 2 O 0 0 £ 6 0 8 9 10 \ \ \ / / co / / e I I NORTH co / 0' 2' 4' 8' 16' co / A 3 • 3 N M itY Skre C MATERIALS ankli ,6111 OF b. 94- iP 1. STANDING SEAM METAL ROOF-COPPER RE: SPEC , 2. SYNTHETIC SHAKE ROOF RE:SPEC 6X10 Awl"a 70, z 131 :'/ ... '''1''11111 3. 6X10 WOOD RAFTERS. RE: STRUCT APPROVEDDRB 1111:11101111 1'IIIIIIIIII 4. 8X10 RAFTERS RE: STRUCT 018 /// ./ Ili ilIIIII 5. 2X10 FASCIA 12:00:00 AM ///�-�`�IIIIII J 6. 10X14 WOOD OUTLOOK BEAM RE: STRUCT. __ � __ 7. 8X12 WOOD EAVE BEAM -� 0' 8. COPPER SHINGLE SIDING RE:SPEC 9. DRY STACKED STONE VENEER RE: SPEC& FINISH SCHEDULE � 10. RECLAIMED VERTICAL WOOD SHIP LAP SIDING W/ NO REVEAL BETWEEN ��1 BOARDS RE: SPEC & FINISH SCHEDULE �Q11. HORIZONTAL SHIP LAP SIDING W/ 1/4"REVEAL RE:SPEC & FINISH -7,��� SCHEDULE • ii r ' - ���� � Q� `� �IA _.J "` 12. 3X3 WOOD TRIM I� �_ . 13. LIFT AND SLIDE DOOR SYSTEM BERG LU N D Q ''''.--.44.°'°••••1.Q---1"4: de 1 i Q !' L' RQ� ,' 1 14. STEEL C CHANNEL WINDOW HEADER. RE: STRUCT 15. PFSM CLAD PANEL SIDING PAINTED TO MATCH WINDOWS ARCHITECTS, LLC. pi � "1404� ,_ 16. CUT STONE CAP W/ 10 PERCENT MIN. SLOPE AT TOP TO SHED WATER dfr 1 0� _ �� I �Q Q ��� 17. STEEL BEAM. RE: STRUCT I�OO J� 18. 8X8 WOOD STRUT W/ KNIFE PLATE CONNECTIONS @ WALL AND LAG �I � D _ ] ' r BOLTED TO STEEL BEAM � � lid - r �� un?iii tlo� 20 O 19 TYPICAL STEEL HANDRAIL PAINTED CUSTOM BLUE/BLACK COLOR 7 --- 11 �Ilii. -- ®� 7111:11-1111111.14:::: L75" ROUND PFSM GUTTER AND 3" DOWNSPOUT. PIPE UNDERGROUND T�E """��� 9 IIII I i � ! . _ I r I. .. DAYLIGHT OUTSIDE OF AREA OF EXCAVATION FOR FOUNDATION AND US Mail Only: P. O. Box 2378 I l III7 iagi iv 111111 I 1 Physical/ Fedex: 210 Edwards r� F u.i ISI•,mII!IIII� 1lt i 1 I 1 .II .. III `1� ■� -^"-'m / •I ,1■ PROVIDE POWER FOR HEAT TAPE.` '� �I jllluuu�� ;; �pI I ��I�� ill _, ��1 II'_ i ' �� Village Blvd, Bldg A Suite A103,II II I`i„ I. I - III ', 21. 10X10 WOOD DECK COLUMN OVER STEEL CAP AND 4X4 HSS COLUMN Edwards Colorado Suite 2 03I� III I I .1_ �� ,.VIII I ilk -1- �; =,�o�� �II ����IBASEI 1 Edw 926 Color Fax: 926 4364 II� mmum IIII ' ' CI ���■; 22. CUSTOM STEEL CHIMNEY CAP hansberglundarchitects.com -r!�!I■II IIw- "-"'_ E CHIMNEY CAPwww b g ndarchitects com„ . 1=. ___ � �'" "" �, , ,I23. 4"THICK STON er lu I I lilllill n '�" �ILII -I- IICIIII IIIII ����� IIS I` _ 25. WOOD OUTLOOK BEAM it I _ 111■.. o � �7�1�n 24 WOOD BEAM - - I - 26. CURVED GLULAM BEAM RE: STRUCT -. - - - - - - �..SII-�I I�Illli 1111r.111:41_ '����� I� �,,,Iii. � _�� , _ _ r _ o �A �� � �� 27. STEEL SPIRAL STAIRCASE _ �_ 'i SDI �Q�,�,I�I °,p • 28. PROVIDE RECESS SHADE POCKET ABOVE WINDOW Q - * All �� I 1 _ .■ I /i� ��I ° IICr/` 1�IV�I�I, GENERAL NOTES: !� I 11� ,tll � i A I ,�� � Jzo .. ® Ei�ll l r� ilm ' !i IN ��� _, No ] ■„ ■��, I 1. EXTERIOR LIGHTING: SEE LIGHTING PLANS FOR ALL EXTERIOR III --=--- ------= _ _ �I N. � 1 I LIGHTING AND LIGHTING SCHEDULE �� _ ■I DIIIIIII 11, ����_ I� ��■ � � �� I� ���i��l�11 ,]-_, ��_��_ �_� 2. SEE EXTERIOR MATERIAL AND COLOR INFORMATION SHEET FOR MORE �� '= r� ''= -- INFORMATION ON COLORS. SEE OUTLINE SPEC AND ARCHITECTURAL IIIO •. e1.I FINISH SCHEDULE. �'- III � - 3. ALL SNOW CLIPS (PADS)AS SHOWN ON THE ROOF AND ABOVE ALL0 - _ _ 1 .IiliiIlJI_IiI$ .� g o , DOORS AND DECKS TO BE AN ENGINEERED SYSTEM PER ROOF TYPE AND nil i- �lii■v�r � �-����Hillin[1711"1- �Q��-� �� � SLOPE INSTALLED PER MANUFACTURES RECOMMENDATIONSimo•mmil in- '� �J��� oa11 _ Q,I� 4. ALL DIMENSIONS /ELEVATIONS ARE FROM T.O. FINISH U.N.O. =iMil ;= � �_ �n`r= ��- p_UpQI 5. WINDOW AND DOOR HEAD/SILL HEIGHTS ARE FROM T.O. FINISH. ■� I o(��� -tea. B.O. WINDOW HEADER DIMENSIONS ARE MEASURED III Q -' TO THE WINDOW UNIT R.O. RE:THE / / _ in--, WINDOW SCHEDULE AND DETAILS FOR ACTUAL PLACEMENT OF THE STRUCTURAL HEADER 0 . b. MOTORIZED SHADES TO BE PROVIDE IN SHADE POCKET @ W. ALL LARGE WINDOW OPENINGS THROUGHOUT THE HOUSE. Q RE:WINDOW SCHEDULE CO 6. ALL EXTERIOR EXPOSED STEEL HEADERS, BEAM, KNIFE PLATES, ETC, TO I BE PAINTED TO MATCH THE DARK BRONZE WINDOW COLOR. III LIU I 7. EXTERIOR HANDRAIL VERTICAL AND HORIZONTAL SUPPORTS TO BE PAINTED STEEL TO MATCH WINDOW COLOR. W 8. ALL MECHANICAL VENT TO BE COPPER U.N.O. Ce 9. SEE WINDOW SCHEDULE AND RCP FOR INDICATION OF WHICH WINDOWS HAVE A CONCEALED SHADE POCKET. CO 1 1111115.. Ce O wo O Exterior Southeast View m 2 a) IA c M 2 1 1 A5.7 1111) A5.7 A5.8 © O (DOS) 0 ®U ix \ / / REVISION 12 37'-9" / / Revision 3'-0" 14'-4 5/8" 2 3/8" 3'-6" 12'-3" 10" 1'-4"1'-0"1'-3" No. Revision Date Description fr ,r ,rir NEW DOWNSPOUT TO BE REROUTED @ CHIMNEY / / / AND DIRECTED INTO NEW TRENCH DRAIN1 APRIL 26, 2016 ASI #1 OLD DOWNSPOUT TO BE REMOVED T 5 AUGUST 12, ASI #5 2016 MO e" ZED - -DE Pe' ETS 'Nor -A - .■■■■■■■■■■■■. 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Checked by HB _off Scale 1/4" = 1'-0" III III III III H � m T. .LOWER LEVEL PATIO 3'-3 1/4" I -H I T , , I 1 1 LOWER LEVEL _ _ L _ =FINISHED FLOOR 1' - 6 1/4" t I t7 - .m. ELEVATIONS 2 di O 1A4ST 11-0"LEATION 0' 2' 4' 8' 16' A4 . 4 ,,,,N M DF .d it:IIV,11 X of e0 DRB APPROVED 4/10/2018 12:00:00 AM // / ""'''7.‘1 \ MCNICHOLS BAR GRATING-PRESS-LOCK 7-P-4 HEEL PROOF BAR GRATE BRIDGE / °° B E RG L U N D TO NEW SPIRALSTAIR LOCATION LINE OF STEEL ANGLE SUPPORT BEYOND ARCHITECTS, LLC. 1 1/2"x 1 1/2" STEEL ANGLE TO , SUPPORT BAR GRATE LANDING Z 1" LINE OF 8"C CHANNEL BEYOND / / C-CHANNEL BRIDGE FRAME RETURNS US Mail Only: P. O. Box 2378 Physical/ Fedex: 210 Edwards AND ANCHORS TO CHIMNEY WALL ��////////////� Village Blvd, Bldg A Suite A103 RE:STRUCT. Edwards,Colorado 81632-2378 STEEL BAR GRATE STAIRTREAD / (970)926 4301, Fax:926 4364 hans(cr�berglundarchitects.com www. berglundarchitects.com ONEW LANDING DETAIL AT STAIR 3 = 11-0" W - _. C.) O 0 AIDR\ . SEE 1/A6.8 FOR TYP.DECK ASSEMBLY Z .' 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Box 2378 Physical/ Fedex: 210 Edwards Village Blvd, Bldg A Suite A103 Edwards,Colorado 81632-2378 (970)926 4301, Fax:926 4364 hansCa,berglundarchitects.com www. berglundarchitects.com A w 0 „„.„„„. ._ 4.0\ O (1) C.) co _ \ t \\ 4 o z J \ , ..(- -_ \ \\ CONTINUOUS STEEL HANDRAIL 3'-1" 0 ABOVE NOSING • R 3' 9 Ce� ' �!� 5"HSS TUBE STEEL COLUMN CO 0 1.1.1 LLI ,� I 3/8"X 2"STEEL STANCHION W 11111P P„ ,� I II Ce L. im IX �\ 19 EQ RISERS @ 7 7/16" cn /2../ X Z 1 LINE OF NEW STEEL I" N 1 1/2" ROUND TUBE STEEL TOP RAIL ; --- BRIDGE ABOVE ��i�i�r NEW 10"X 10"WOOD COLUMNLLI 0 7_, TO SUPPORT DECK ABOVE M0 r\ / W I I� 1/2"x 1 1/2"STEEL TOP STRAP • 5"HHS ROUND TUBE STEEL N 2" RE:STRUCT /I I/ r -- 2 O CD 3/8"X 2"STEEL BAR STANCHION O H �' V \ y\, MI M \1Ce I I 110 • 114- 3/8"x 3/8" SQUARE STOCK VERTICAL 1/8°/ 12" II11' -10"$ PICKETS BEYOND WELD TO STL TREADS 11 AND ROUND TOP RAIL _-- �,� SPIRAL STAIR COMPLIES I I SECTION R311.7.10.1 OF 2015WITH IRC I I , S•A)- /4/ 11 \ = REVISION , , ,72 \ 11 N7 , , • , , \ — — — — Revision 11 STEEL BAR GRATE TREAD \\ \ \ No. Revision Date Description ,'•// LINE OF CONTINUOUS 1/2" / 1 3/16" \\ \ GRASPABLE STEEL HANDRAIL e 411111111 / ,( / STEEL ANGLE STANCHION BASE '/ / / / \ ABOVE WELDED TO STL TREAD ^' \ ASI#9 \\ \ 92 FEB. 7June 320187 Revision 12 4%b * �� �� � �� �� ������ �� ��� � �� �� co_V �� /,/ / i\ \ G \ V A SPIRAL STAIR REVISION iv ^ i/ c- \\ 3/8"STEEL STANCHION AND 3 1/2"X 3 \ / -ADDED TRENCH DRAIN N �O \ \ 1/2"X 3/8BASE PLATE WELDED TO — — — — — ± N\ \\ STEEL BAR GRATE TREAD. PROVIDE C° N i/ \ \\ \\ STL.STANCHION EVERY 3RD TREAD i7/\ L8X6X 1/2STEEL TREAD SUPPORT /// N \ \ STARTING @ 1ST TREAD @ MAIN LEVEL 3' S 1/2" CI 1" BELOW WELDED TO STEEL COLUMN. / / / \ \ \\ /,/ TAPER BOTH LEGS AS SHOWN IN / ° \\ \ \ \ 3 8" SECTION AND PLAN. / / / A� A \ C / ` �� �p�• N \ \ L8X 6X 1/2STEEL TREAD SUPPORT BELOW / %j N \ \ \\ \ \ WELDED TO STEEL COLUMN �� 1I •� \\ \ MCNICHOLS BAR GRATING STEEL \ � N N \ \\ \ STAIR TREADS-BAR GRATE to �` DIRECTION IS PARALLEL TO j r. \ �� N\ \\ NOSING MAIN LEVEL SPIRAL STAIRCASE / ' �� �\ \\ SECTION \� �\ \ (3)3/4"X6"LAG SCREWS 2 1 1/2" = 1'-0" �y \\\ LEVEL SPIRAL STAIRCASE PLAN ': o \ \\\ 5 Copy 1 `\ \ \\ HSS5X 0.25 ROUND TUBE 5 1/2" = 1'-0" � ..,11\14444111. \ \���� �\ SUPPORT @ SPIRAL STAIR STEEL COLUMN DECK N I\ RE:STRUCT 0 31 =\ .. �\ \ WELDED KNIFE PLATE CONNECTION 7-\/ TO STEEL COLUMN EXTENDTO CHIMNEY WALL RE:STRUCT. RE: 6 / A6.8A FOR CONNECTION I 1 1/2"-, _ �7T HSS5X 0.25 ROUND TUBE L. -- — STEEL COLUMN DECK / CONT.STEEL HANDRAIL W/ 2 LINE OF HANDRAIL ABOVE 7 73 SUPPORT BEYOND RE:STRUCT 7.1 I )_ 7 76„ GRIPABLE 1 1/2" ROUND I 1 � 8"C-CHANNEL FRAME @ LANDINGJ---: A6 7 .� TUBE STEEL TOP 1 1 I I 1 1 1 1 INFILLED W/STEEL BAR GRATE � , , , 1 1RE:STRUCT. . \ \ i , \N.. 1111 . 1-.,., 1 1I \\ 1 , 1 1 3/8"X 2"STEEL STANCHION 1 1 o M 'Co 1 I �' a�'?4.0 3 2 ' 1 1/2"ROUND TUBE STEEL TOP RAIL 1 1/2" I I .zcr '6 8' -, �o� ,� I 19 EQ RISERS @ 7 7/16" C-CHANNEL,ATTACH TO WALL. r STONE TO BE REMOVED TO EX POSE t .� W 4P ,e0 " 5"HSS TUBE STEEL WOOD WALL AND LOCATE STUDS > �/ I FOR ATTACHMENTS 6 COLUMN 1 1 1 6.s ■�1■■1■ �� 1 1 1 II 1 1 �x 3'-6° 1111 I 4 .� : CONSTRUCTION 3/8"X 3/8"SQUARE BAR STOCK i... �6.8 PICKETS WELDED TO STEEL TREAD I I ■ •1■■■ ' AND ROUND TOP RAIL I��, I. DOCUMENTS 4"MAX 3 7/8" " 1 11, '6.8'v� EQ I EQ EQ I EQ EQhilIssue Date 06/07/2017 I / // / � Drawn by B K W 1 1 'ilIli 1 ' • 8"C CHANNEL FRAME 3/8"STEEL STANCHION AND 3 1/2"X3 1/2"X3/8" _ — — I I I STEEL W/STEEL TAB TO SUPPORT 'I1�__ _ III Checked by BKW BASE PLATE WELDED TO STEEL BAR GRATE i1//// i� r - s� Scale As indicated BAR GRATE LANDING. I I I TREAD. PROVIDE STL.STANCHION EVERY 3RD LAG BOLT TO GLU-LAM BEAM I , \ SPIRAL STAIR MOVES 4' TREAD STARTING @ 1ST TREAD @ MAIN LEVEL - � � 1 3 13/16" STAIR IN NEW LOCATIONEX TEND HANDRAIL TO EET 11 1 I 1— _ 16.8' • ®� — — — X 3/16"STEEL RISER PLATE 1 —' \ \ \ _ — I NEW COLUMN BELOW • F A 6 8 NEW STEEL BAR GRATE LANDING WELDED TO BAR GRATE I I I� TO SUPPORT DECK \\ \ ► I I CORER _ NEW TRENCH DRAIN CUT \ MCNICHOLS BAR GRATING STEEL C„ //A �hTT2-1�7—� 1 I �'� I "v v GLU-LAM LAG BOLTED TO — �� STAIR TREADS-BAR 3RATE _ INTO DECKING, I NEW COLUMN TO SUPPORT DECK DIRECTION IS -BAR EL TO I M w co - 0 NOSING 3 1/2" M M ijc, i%1/8" RERSTRUCT.LAR GLU-LAM DECK JOIST �� NEW DOWNSPOUT LOCATION TO DISCHARGE I STAIR / / _m IINTO TRENCH RAIN ..gb a \ \ — OLD DOWNSPOUT LOCATIONI M TO BE REMOVE SPIRAL STAIR COMPLIES WITH SHEET // r/ �� �I T 111‘. I 1 SECTION R311.7.10.1 OF 2015 IRC SPIRAL LINE OF STONE VENEER @ LINE OF 1" STONE DECKING • 8 3/4"GLU-LAM DECK JOIST AIM L8X 6X 1/2STEEL TREAD SUPPORT FIREPLACE CHIMNEY OVERHANG ABOVE I RE:STRUCT I I BELOW WELDED TO STEEL 8 3/4" COLUMN / / \ I lam— 1/8"/ 12. - f_ - �. CN MAIN LEVEL SPIRAL STAIRCASE UPP R L EL S'IRAL STAI-CAS PLA 4 Copy 1 1' © TREAD/NOSING DETAIL \6 SPIRAL STAIR COLUMN DETAIL 1 1/2" = -0" 1 1/2" 1/2" = 1'-0" A °° = 1'-0" 7 o • 1 6 N M 4,0 OF k• ,. a 0 a Jilei aol DRB APPROVED 4/10/2018 12:00:00 AM BERGLUND ARCHITECTS, LLC. US Mail Only: P. O. Box 2378 Physical/ Fedex: 210 Edwards Village Blvd, Bldg A Suite A103 Edwards,Colorado 81632-2378 (970)926 4301, Fax:926 4364 hansCa_berglundarchitects.com www. berglundarchitects.com A w 0 „„.„„„. _ 4.0\ O (1) C.) 0 f \\ 11111 Z\ J , 11.1 Lc( CONTINUOUS STEEL „op 0 A ` HANDRAIL 3'-1” ■ �� ABOVE NOSING — ____(ii - \ Ce �� ? : 5"HSS TUBE STEEL COLUMN co 0 �� / , w i 3/8"X 2"STEEL STANCHION / �/ UL.P„ �/ I 'i Ce W / \ im 19 EQ RISERS @ 7 7/16" co i 2„ IX LINE OF NEW STEEL 0 \ 1 1/2" ROUND TUBE STEEL TOP RAIL �, BRIDGE ABOVE � � NEW 10"X 10"WOOD COLUMN11 TO SUPPORT DECK ABOVE \\ 1/2"x 1 1/2"STEEL TOP STRAP 5"HHS ROUND TUBE STEEL N2" RE:STRUCT _ / 1/ \ r — 2 in O CD H - 3/8"X 2"STEEL BAR STANCHION O ' /' ---- /// - MI H el Ce II 110 I 3/8"x 3/8" SQUARE STOCK VERTICAL 1/8"/ 12" .. 11' -10"$ PICKETS BEYOND WELD TO STL TREADS 11 AND ROUND TOP RAIL --- ,c SPIRALSTAIR COMPLIES WITH 11 \ SECTION R311.7.10.1 OF 2015 IRC 11 ', 7 , c i \ \ = REVISION , , , 11 N7 7 , ,, , \ — r• — — — Revision 11 STEEL BAR GRATE TREAD \\ \ \ No. Revision Date Description 7+/' LINE OF CONTINUOUS 1/2" / 1 3/16" \\ \ GRASPABLE STEEL HANDRAIL ,, 411111111 ASI#9 / ,( / STEEL ANGLE STANCHION BASE ' / ' ' \ ABOVE N.‘ WELDED TO STL TREAD ^� / / \ \\ \ 92 FEB. 7June 320187 Revision 12 4%b � �� � �� �� ������ �� ��� � �� ��111 �V ;\ ///////x. /,/ / N \ O \ V A SPIRAL STAIR REVISION iv ^ i/ c. \\ 3/8"STEEL STANCHION AND 3 1/2"X3 \ / -ADDED TRENCH DRAIN N �O \ \ 1/2X3/8 BASE PLATE WELDED TO — — — — \ / N\ \\ STEEL BAR GRATE TREAD. PROVIDE C° N i/ \ \\ \\ STL.STANCHION EVERY 3RD TREAD i7/\ L8X6X 1/2STEEL TREAD SUPPORT /// N \ \ STARTING @ 1ST TREAD@ MAIN LEVEL \ 3' 5 1/2" CI 1" BELOW WELDED TO STEEL COLUMN. / / / \ \ \\ �/ TAPER BOTH LEGS AS SHOWN IN ° \\ \ \ 3' 8" SECTION AND PLAN. / i i AV N A \\ � C / 3 /4 �\ O N \ \ gyp.• N \ \ L8X6X 1/2STEEL TREADSUPPORT BELOW / %j �� N \ \ \\ \ \ WELDED TO STEEL COLUMN //11114%0% \\ \ MCNICHOLS BAR GRATING STEEL \�� N N \ \\ \ STAIR TREADS-BAR GRATE DIRECTION IS PARALLEL TO 11.%.,. �� \ \\ NOSING MAIN LEVEL SPIRALSTAIRCASE / ' �� N\ \\ SECTION � 1� N\ \ � (3)3/4"X6"LAG SCREWS 2 1 1/2" = 1'-0" i iilk..., �� \ MAIN LEVEL SPIRALSTAIRCASE PLAN o �\ \\\\ \ Copy 1 11`\ N \\ \\ HSS5X 0.25 ROUND TUBE - 1/2" = 1'-0" 01 "•.__,....._ \ \�A�� �\ SUPPORT@ SPIRAL STAIR STEEL COLUMN DECK N \ 11. RE1111 :STRUCT =\ _. V \ WELDED KNIFE PLATECONNECTION EXTENDTO CHIMNEY WALL TO STEEL COLUMN RE:STRUCT. RE: 6 / A6.8A FOR CONNECTION I 1 1/2"� LINE OF HANDRAILABOVE _ --�7T HSS5X 0.25 ROUND TUBE L. I — STEEL COLUMN DECK / CONT.STEEL HANDRAIL W/ SUPPORT BEYOND 2 773 RE:STRUCT 7.1 I )_ 7 76„ GRIPABLE 1 1/2" ROUND I 1 I 8"C-CHANNEL FRAME@ LANDING A6 7 .�� TUBE STEEL TOP 1 1 \ i , I I INFILLED W/STEEL BAR GRATE . RE:STRUCT. v \•\.. I V 1111 1 1 I 1 1 1 1 1 3/8"X 2"STEEL STANCHION M 1 1 v o 1 I I 1 11 1 o A 3III �02�°24.0 1 I v4III � 19 EQ RISERS@ 7 7/16" J irm 1 1/2"ROUND TUBE STEEL TOP RAIL 1 1/2" I I I C-CHANNEL,ATTACH TO WALL. 6 8 ��' � I STONE TO BE REMOVED TO EX POSE ►�. WOOD WALL AND LOCATE STUDS 6 �����. 5"HSS TUBE STEEL I FOR ATTACHMENT 6.8 \�� iMillir COLUMN 1 1 I I 1 1 NV ■...' I 1 1 I I 1 1 L-.2 __ \ 3'-6 168fr 3/8"X 3/8"SQUARE BAR STOCK 11111 PICKETS WELDED TO STEEL TREAD I I •��� N CONSTRUCTION 1 ','I�% I : ��� 5 DOCUMENTS 06/07/2017 AND ROUND TOP RAIL I I I I 1 I" �; Issue Date EQ I EQ I EQ I EQ EQ /4"MAX// 3 7/8"/ /6 `, 1\1 6.8 4 \� Drawn by BKVV 1 1 '� '� '� '� '� 1 I A6.7 8"C-CHANNEL FRAME 3/8"STEEL STANCHION AND 3 1/2"X31/2"X3/8" _ — — I I I STEEL W/STEEL TAB TO SUPPORTH I,1�1�_ I i Checked by gK�/ BASE PLATE WELDED TO STEEL BAR GRATE i1//// I� � BAR GRATE LANDING. lU1 TREAD. PROVIDE STL.STANCHION EVERY 3RD LAG BOLT TO GLU-LAM BEAM I i :�, SPIRAL STAIR MOVES 4' Scale As indicated _ J _ EXTENDHANDRAILTOI MEET TREAD STARTING@ 1ST TREAD@ MAIN LEVEL I - - 6 8 —2 — 6 8 X3 13/16" STAIR IN NEW LOCATION 3/16"STEEL RISER PLATE �� \ , ir \ \ _ _ _ I NEW COLUMN BELOW WELDED TO BAR GRATE I TO SUPPORT DECK I I NEW STEEL BAR GRATE LANDING I V I l� CORER 7 ® . �.NEW TRENCH DRAIN CUT MCNICHOLS BAR GRATING STEEL C•, //A �hTT2-1�7—1INTO STONE DECKING, I NEW COLUMN TO SUPPORT DECK "v v I I GLU-LAM LAG BOLTED TO p STAIR TREADS-BAR GRATE 1 I i I DIRECTION IS PARALLEL TO M 2 1/8" PERPENDICULAR GLU-LAM DECK JOIST �� BS NEW DOWNSPOUT NOSING 3 1/2" rn M I/ RE:STRUCT. LOCATION TO DISCHARGE / / , _r_— UNTO TRENCH TRAIN I STAIR ,.116 ) 1 1 \ v TOLD DOWNSPOUT LOCATION- M \ // �� ��, L__AU ITD B�REMOVE SECTION R311.7.10.1 OF 2015 IRC SHEET SPIRAL STAIR COMPLIES WITH LINE OF STONE VENEER @ LINE OF 1" STONE DECKING • 8 3/4"GLU-LAM DECK JOIST SPIRAL L8X 6X 1/2STEEL TREAD SUPPORT FIREPLACE CHIMNEY OVERHANGABOVE RE:STRUCT AIM I dia BELOW WELDED TO STEEL 8 3/4" COLUMN i / / \ lam— 1/8 % 12 — Jf - 1 i. CN MAIN LEVEL SPIRALSTAIRCASE UPP RL ELS-IRA STAI-CAS PLA TREAD/NOSING DETAIL SPIRALSTAIR COLUMN DETAIL 4 Copy 1 0 1 1/2" = 1'-0" 0 1 1/2" = 1'-0" 1/2" = 1'-0" co A7 . 16 N M